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HomeMy WebLinkAboutzR-4240setN M O O O N N A, u C`7 O N O O O 1 N Q Z) J O N O O O 1 N n 00 N (D O O N N m Q W al O ti O C`7 00 I W J C) Q U Z O ry U O i 0 w I- Q LLI al O O 00 WI U) Q U I z 0 U SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA 7227802040 2902 NE 12TH ST RENTON, WA 98056 JILL RICHARDSON 425-226-1850 R-14 (CITY OF RENTON) 132,759f S.F. (3.05 AC.) 2,500 S.F. (0.06 AC.) SURVEY REFERENCES 1. CITY OF RENTON LUA, PER A.F. NO. 20170519900004, RECORDS OF KING COUNTY. 2. PLAT OF RENTON HIGHLANDS NO. 2, PER BOOK 57, PGS 92-98, RECORDS OF KING COUNTY. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE LOCATION: NAD 83 LAT - 47`30'13.92" N NAVD 88 LONG - 122°10'49.94" W EL.= 363.5 FEET LEGEND NOTES SUBJECT BOUNDARY LINE 1) — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE 2) ❑P OVERHEAD POWER LINE 3) UP BURIED POWER LINE UT BURIED TELEPHONE LINE 4) o CHAIN LINK FENCE 13 WOOD FENCE EVERGREEN TREE DF=DOUGLAS FIR 5) DF18 —TRUNK DIAMETER (IN) 195.2 —HEIGHT AGL IF MEASURED DECIDUOUS TREE CLP=CLUMP 0 AL12 TRUNK DIAMETER (IN) 6) 184.1 HEIGHT AGL IF MEASURED w w ly- V) x NE 12TH ST w w w z z z w SITE Ld w � a Q Q z o 0 0 0 CD O z w o E Q w Q �O �J Z w Z Ld m� a JZ O 0 w NE 9TH ST VICINITY MAP NOT TO SCALE - DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 TITLE REPORT ISSUED BY FIDELITY NATIONAL TITLE COMPANY, COMMITMENT NO. CRC-1205459-C, DATED SEPTEMBER 25, 2018; FOR TAX LOT 7227802040 ONLY. FIELD WORK CONDUCTED IN DECEMBER, 2018. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD83). UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. FEMA DESIGNATION: ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN), PANEL 668 OF 1725, FIRM MAP NUMBER 53033CO668F, EFFECTIVE DATE MAY 16, 1995. BENCHMARK IS BASED ON WSRN PUGET SOUND REFERENCE NEWORK. NAVD 88 ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. .� LTAX LOT --- TAX LOT II 77801581 / • �' �\ #722780157522 # _ / cd � TAX LOT \ I T�gO 58�/ �, #7227801570 �22 1 - TAX LOT TAX LOT \#7227801565 \� #7227801595 ----------------------------------- --------------------------------------------------- \ N 11 x II TAX LOT 0 o I #7227801760 \\ o0 1 \ 6' I TAX LOT \ 0 1 ' J7227801755 TAX LOT Z 1 1 \ \ ` J7227801750 Gil 1 — — — — 01 Z I I TAX LOT I I i #7227801745 IC I TAX LOT Rll I L I __O7227801740 TAX L 0 T I I'll z #7227801741 I I TAX LOT i I — _17227801742 TAX LOT m I J7227801735 I I - m TAX LOT I I J I #7227801730 � I TAX LOT I #7227801725 I I I I TAX LOT i I � #7227801720 -----� I ASPHAL T ' I PA VEMEN T \ / TAX LOT J7227801715 AS TAX LOT \ #7227801710 I I TAX LOT \ I J7227801705 � I W I TAX LOT I TAX LOT Z I #7227801695 I J7227801700 j I PARENT PARCEL OVERALL BOUNDARY I _ _ _ _ _ _ LOT 1 PER REF. #1 O � I TAX LOT #7227802040 SCALE: 1 "=100' Z TAX LOT I TAX LOT #7227801690 i #7227801685 J = L --- _____NE 12TH ST ------ LOT TAX LOT J7227801590 i TAX LOT 1 #7227801600 I GRAVEL ROADWAY TAX LOT Ili #7227801605 I _n TAX LOT O #7227801610 I z TAX LOT I m #7227801615 IITAX LOT #7227801620 i TAX LOT #7227801625 I -- — —I I PARENT PARCEL LOT 2 PER REF. #1 TAX LOT i TAX LOT #7227802041 #7227801630 I TAX LOT #7227801635 i I I TAX LOT #7227801640 PROPOSED 50'X50' LEASE AREA i TAX LOT #7227801645 — — —�m TAX LOT #7227801651 I c z I < TAX LOT I z #7227801655 m I� TAX LOT #7227801776 i R-424002 DATE: 12/21/18 FLD. B00K: 513/ 147 DMWING NO: 04168.184 SHEET: OF: SV1 10 Alu H H 75 Q W al O ti O co 00 I W J r� V U I >z O 101 U O N 1 0 W Q w al O O v— c1r) 00 J U) Q U z O ryo SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA PROJECT AREA 7227802040 2902 NE 12TH ST RENTON, WA 98056 JILL RICHARDSON 425-226-1850 R-14 (CITY OF RENTON) 132,759f S.F. (3.05 AC.) 2,500 S.F. (0.06 AC.) SURVEY REFERENCES 1. CITY OF RENTON LUA, PER A.F. NO. 20170519900004, RECORDS OF KING COUNTY. 2. PLAT OF RENTON HIGHLANDS NO. 2, PER BOOK 57, PGS 92-98, RECORDS OF KING COUNTY. LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE LOCATION: NAD 83 LAT — 47`30'13.92" N NAVD 88 LONG — 122°10'49.94" W EL.= 363.5 FEET DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 MATCH LINE SV3 SEC. 04 TWP. 23N., RNG. 05 E., W.M. r � I TAX LOT 8 #7227801630 00 25' rn r y TAX LOT r, z #7227801725Q) TAX LOT #7227801635 rn TAX LOT (� #722 7801720 o O o TAX LOT z N1023'10'E 00 25.00' #722 78016 4 0 CN 25' / S795414E 13251' \ ` - 10' "WALKWA Y" L=8.10' R=133.91' IV795¢ 14 W 131 O =003.2756" 21' — PER REF. #2 7 TAX LOT rn :� S8075:5 13 #7227801715 0 210' A48015 54 -W 132.10, \ \ 1S003441 "E .74' 110.16' \\\—SOO*3442"E 37.68' � N4101'37'E 50.00' N C�G F N / TOP OF TREE sS79'10'00"E /' S `41 51.77' o� _ EL. = 450.2' o PROPOSED 50'X50 � LEASE AREA LEASE AREA 30N48'58 23"W P. 0. B. 50.00' TAX LOT TAX LOT TAX LOT �-� ��,�`` 54101'37"W j #7227801651 Z #7227801695 #7227801700 0 �� ,��° °�°° 50.00' 0 ti Zo Oct ill PARENT PARCEL rq TAX LOT #7227802040� HOUSING AUTHORITY OF THE Z� TAX LOT Z LATITUDE/LONGITUDE CITY OF RENTON #7227801655 O POSITION (A. E. #20180316001314) 58925'19"W PROPOSED TOWER 41.15' �r ZONING: R-14 � Z TAX LOT LOCATION 1 ` 78 016 9 0 S67'0� 26"W BOUNDARY DETAIL � # 722 TAX L o T � . 52.62' ,, SCALE: 1 "=50 ' TOP OF TREE % TAX L 0 T #722 7801685 0 ^ soo 1833'E Q FOUND Z EL. = 364. 0 41.86' #722 7801776 FOUND I MONUMEN T I MONUMEN T -1 NE 12TH ST - 10, N N88 58'08"W 197.12' i R-424003 DATE: 12/21/18 FLD. BDDK: 513/ 147 DMWING NO: 04168.184 SHEET: OF: SV2 10 N O N N Alu O O 0 1 N Q J H H L.L 00 O N 00 75 75 Q w I �I 0 ti O 00 I W J r� V U >z O 101 U O i 0 w Q w al O O 00 I w J U) Q U I z O ryo SITE INFORMATION TAX LOT NUMBER 7227802040 SITE ADDRESS 2902 NE 12TH ST RENTON, WA 98056 SITE CONTACT JILL RICHARDSON PHONE NUMBER 425-226-1850 ZONING R-14 (CITY OF RENTON) TOTAL LOT AREA 132,759f S.F. (3.05 AC.) PROJECT AREA 2,500 S.F. (0.06 AC.) SURVEY REFERENCES 1. CITY OF RENTON LUA, PER A.F. NO. 20170519900004, RECORDS OF KING COUNTY. 2. PLAT OF RENTON HIGHLANDS NO. 2, PER BOOK 57, PIGS 92-98, RECORDS OF KING COUNTY. DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 TAX LOT TAX LOT #7227801565 #7227801570 N6�192 4 \ 140.02' S77-1424"W 1 L=14.38' R=1312.43' =000 37'40" 1 TAX LOT #/22 /801 /60 --A CD N \ O O O O a� 70 � 70 z Z rn z � rn M CO q BOUNDARY DETAIL SCALE: 1 "=50' 1 r __-1_—L_—__ L=8.00' R=155.76' J=002'56'39" 1 ff/LL/UVI /JV TAX LOT #7227801745 TAX LOT #7227801740 TAX LOT #7227801741 TAX LOT #7227801742 TAX LOT #722 7801735 TAX LOT #7227801730 MATCH LINE SV2 S54 21\E \ 8.00' TAX LOT -#7227g0159F � I TAX LOT #7227B01590 z TAX LOT #7227801600 i TAX LOT I #7227801605 m I �m rax col � #7227801610 I z m Tax LOT TAX L07 #7227801620 I TAX LOT k72278O1625 R-424004 DATE: 12/21/18 FLO CREW: CR CB FLD. BDDK: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV3 10 Q0 O N All O O O O N Q J H H 00 O O N N m 75 Q w al O ti O 00 I W J r� V U I >z O 101 U O O i 0 w I- 75 Q w al O ti O V_ C'7 00 I w J U) Q U I z O ryo LEGEND SUBJECT BOUNDARY LINE RIGHT—OF—WAY CENTERLINE — RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE oP OVERHEAD POWER LINE UP BURIED POWER LINE UT BURIED TELEPHONE LINE o CHAIN LINK FENCE 0 WOOD FENCE EVERGREEN TREE DF=DOUGLAS FIR DF18 —TRUNK DIAMETER (IN) 195.2 —HEIGHT AGL IF MEASURED DECIDUOUS TREE CLP=CLUMP 0 AL12 —TRUNK DIAMETER (IN) 184.1 —HEIGHT AGL IF MEASURED LATITUDE/LONGITUDE POSITION COORDINATE DATA AT CENTER OF PROPOSED MONOPOLE LOCATION: NAD 83 LAT — 47°30'13.92" N NAVD 88 LONG — 122`10'49.94" W EL.= 363.5 FEET DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 SITE DETAIL SCALE: 1 "=20' m MATCH LINE SV5 R-424005 DATE: 12/21/18 FLO CREW: CR CB FLD. BDDK: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV4 10 C'7 (0 O O N AbI u co O 0 O O i N Q J H H V_ N ry n 00 N C0 O O N N m 75 Q w al O ti O Co 00 I w J r� V U I >z O 101 U MATCH LINE SV6 75 Q W al 0 0 C1r) 0I J U) Q U I >z 0 ryo SITE DETAIL SCALE: 1 "=20' 25' II DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 � m m' � m m MATCH LINE SV4 LEGEND ❑P UP UT 0 0 EVERGREEN TREE DF18 '~ 195.2 -� DECIDUOUS TREE 0 AL12 184.1 SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED TELEPHONE LINE CHAIN LINK FENCE WOOD FENCE DF=DOUGLAS FIR TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED CLP=CLUMP TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED R-424006 DATE: 12/21/18 FLO CREW: CR CB FLD. BDDK: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV5 10 C'7 C0 0 0 N N AlU CM 0 0 0 N Q J H H Q W al 0 0 C'7 00 wl J r� V U I >z 0 0. U O O i 0 W I- 75 Q W al O O C'7 00I W J U) Q U I z O ryo SITE DETAIL SCALE: 1 "=20' ME ME MENEM=" \ 2 L=304.45' R=290.73' 0 =059 5959" TAX LOT #7227801750 II END WOOD FENCE IBEGIN CHAIN LINK FENCE I TAX LOT #7227801745 I z o 4 rn � Z TAX LOT #7227801740 rn I z ` rn TAX LOT #7227801741 I� 25 ' TAX LOT #7227801742 t I DS15 TAX LOT #7227801735 MINNIE! M1 INS INS INS INS INS INS INS INS INS INS �� ON ON MENOMONEE INS INS I DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 GAP m qw DS12 M1' M ■ MATCH LINE SV7 MEN E"E'EM" NE MEMEMEMEN NE NE MEMEMEMEN NE NE MEMEMEMEN NE NE MEMEMEMEN NE NE 7 NE NE ANNEMEN mm"'EMEN STEEL POST i 0 0 m I TAX LOT #7227801610 I 25' I rn I� 0 c TAX LOT #7227801615 O z I� rn z o_ Irn BAR & CAP FOUND TAX LOT #7227801620 I c 0 z I VINYL TYPE FENCING VINYL TYPE GA TE I GARAGE 25' TAX LOT ' VINYL TYPE GATES #7227801625 Z I MATCH LINE SV5 LEGEND ❑P UP UT- 0 0 EVERGREEN TREE DF18 '~ 195.2 —� DECIDUOUS TREE 0 AL12 184.1 SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED TELEPHONE LINE CHAIN LINK FENCE WOOD FENCE DF=DOUGLAS FIR TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED CLP=CLUMP TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED R-424007 DATE: 12/21/18 FLO CREW: CR CB FLD. B00K: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV6 10 C'7 O O N N AbI U O 0 0 N Q J H H 00 N O O N N m Q W al O ti O 00 I J LLJ r� V U I >z O 0. U O N 0 w 75 Q W al O O v- 00 WI U) Q U >z O ryo 1 1 TAX LOT #7227801582 1 1 un► ►ca, T. L. u7nn7onacoc S54 21 '27"E I:aiv \\ N F�6THST 0 CONC. 00 06SSt�,98 J ASPH. 1 A\ TAX LOT / Q#7227801595 DS08 G / ASPH. 1 DS18 a a, 1 / CONC. d -- DIRT / 1 ° BRICK RETAINING TAX LOT / 2p6o¢ c'9T WALL #7227801590 a,o¢o 62p °�3 o / GA TE 25' � /j 2>F T ° DIRT ° /� 0 GRAVEL Ili �V. ° T 1 ° / O r� ° BRUSH ° BRUSH AND TREES 1 L=304.45' R=290.73' =059 59'59" ° TAX L 0 T #7227801600 0 r 1 1 0 o ° TAX LOT �o"s_ #7227801755 ems?, PILE OF CONCRETE / PIECES/BLOCKS 1 ° � 1 � L=8.00' R=155.76' & / =002'56'39" ' 0 / ni ♦ ♦ / 1 ��A ♦ o 1 / 6Z DS15 co L=304.45' R=290.73' ° � � TAX L O T #7227801605 2 DSCLUMP24 oQ SITE DETAIL 2 0 0 SCALE: 1 =20 I 11 ]Mr'IAPY f'11QrN AM= MATCH LINE SV6 DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 LEGEND ❑P UP UT 0 0 EVERGREEN TREE DF18 '~ 195.2 -� DECIDUOUS TREE 0 AL12 184.1 SUBJECT BOUNDARY LINE RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED TELEPHONE LINE CHAIN LINK FENCE WOOD FENCE DF=DOUGLAS FIR TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED CLP=CLUMP TRUNK DIAMETER (IN) HEIGHT AGL IF MEASURED R-424008 DATE: 12/21/18 FLO CREW: CR CB FLD. B00K: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV7 10 O N AlU O O O N Q J 00 N O N N m 75 Q W al O ti O 00 I W J U) Q U I z O ryo SITE DETAIL SCALE: 1 "=20' 00 s z DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 LEGEND SUBJECT BOUNDARY LINE — RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE TAX LOT TAX LOT ADJACENT BOUNDARY LINE #7227801575 #7227801582 ❑P OVERHEAD POWER LINE UP BURIED POWER LINE T. L. UT BURIED TELEPHONE LINE HOUSE #7227801585 TAX LOT ° CHAIN LINK FENCE #72278015811 13 WOOD FENCE CONC. EVERGREEN TREE DF=DOUGLAS FIR ° DF18 —TRUNK DIAMETER (IN) 0 195.2 — HEIGHT AGL IF MEASURED TAX LOT o DECIDUOUS TREE CLP=CLUMP #7221801570 �,2 AL12 ~ TRUNK DIAMETER (IN) 0 BRUSH .Gqr_ '`ass _ 184.1 — HEIGHT AGL IF MEASURED S w z J 2 U H Q INL R-424009 IN COMPLIANCE WITH CITY OF RENTON Sl DATE: 12/21/18 FLO CREW: CR CB FLD. BOOK: 513/147 DRAWING NO: 04168.184 SHEET: OF: SV8 10 Cfl O O N N Alu O 0 O O N Q J H H 00 N O O N N m Q W al O O 00 I W J r� V U I >z O 101 U 75 Q W al O O Ir- 00 I W J U) Q U I Z O ryo LEGEND SUBJECT BOUNDARY LINE - — RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE -oP OVERHEAD POWER LINE —UP BURIED POWER LINE —UT BURIED TELEPHONE LINE D CHAIN LINK FENCE 13 WOOD FENCE EVERGREEN TREE DF=DOUGLAS FIR DF18 —TRUNK DIAMETER (IN) 195.2 —HEIGHT AGL IF MEASURED DECIDUOUS TREE CLP=CLUMP 0 AL12 —TRUNK DIAMETER (IN) 184.1 —HEIGHT AGL IF MEASURED IY DISCLAIMER EY DOES NOT T A BOUNDARY THE PARENT Y CERTIFY TO \STLE USA AND PUBLIC TITLE JY THAT THE DUNCANSON SITE DETAIL SCALE: 1 "=20' 0 I I I EAVE EL.=374.3 PARENT PARCEL TAX LOT #7227802040 CITY OF PEN TON (A.F. #20180316001,514) ZONING: R-14 BUILDING a — � BIKE RACK d Q � BENCH PARKING STRIPE SPNALT PARKING SOT A DRIPLINE� (TYPICAL) / i i J ' SCAPI LA /CE34 168.15' \ N88 58'08"W % / LLL VAULT �,_%lL/lA' 1A (AT NE 12TH ST m DATE: 12/21/18 �D. B00K: 513/ 147 C'7 Cfl O O N N Al u M O O O O r N Q J H H N O O O N N mco 75 CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 DR4WING N0: 04168.184 SHEET: OF: SV9 10 O 0 W Q W al O O v- C'7 0I W J U) Q U I >z O ryo PARENT PARCEL LEGAL DESCRIPTION - A.F. #20120315001375 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING , CITY OF RENTON, STATE OF WASHINGTON AND IS DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY LYING NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF N.E. 12TH STREET, BEING 50 FEET IN WIDTH; AS IT NOW EXISTS: THAT PORTION OF THAT PUBLIC USE AREA IN BLOCK 46, OR CORRECTED PLAT OR RENTON HIGHLANDS #2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, ON PAGES 92 THRU 98, RECORDS OF KING COUNTY; EXCEPT THE WEST 8.76 FEET OF THE NORTH 106 FEET OF THAT PORTION OF SAID PUBLIC USE AREA LYING EAST OF LOT 23 OF SAID BLOCK 46; TOGETHER WITH THE SOUTH 10 FEET OF THE EAST 92.86 FEET TO LOT 23 OF SAID LOT 23 OF SAID BLOCK 46; AND TOGETHER WITH THAT PORTION OF N.W. 12TH STREET ADJOINING, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW. LESS AND EXCEPT ALL THAT PROPERTY CONVEYED TO MJS HEATHER, LLC FROM CITY OF RENTON, DATED MARCH 16, 2018, RECORDED MARCH 16, 2018, AS INSTRUMENT NO. 20180316001313. ALSO LESS AND EXCEPT ALL THAT PROPERTY CONVEYED TO HOUSING AUTHORITY OF THE CITY OF RENTON FROM CITY OF RENTON, DATED MARCH 16, 2018, RECORDED MARCH 16, 2018, AS INSTRUMENT NO. 20180316001314. EASEMENTS ZL CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. ANY AND ALL MATTERS DISCLOSED ON PLAT ENTITLED "OLD HIGHLANDS 11 LIBRARY SHORT PLAT FOR CITY OF RENTON", PER A.F. NO. 20170519900004, RECORDS OF KING COUNTY SHOWN. DUNCANSON CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 LEASE AREA LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY LYING NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF N.E. 12TH STREET, BEING 50 FEET IN WIDTH; AS IT NOW EXISTS: THE PUBLIC USE AREA IN BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS #2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, ON PAGES 92 THRU 98, RECORDS OF KING COUNTY, WASHINGTON; SAID TRACT DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND MONUMENT AT THE INTERSECTION OF NE 12TH STREET AND I STREET; THENCE ALONG THE CENTERLINE IF SAID NE 12TH STREET, NORTH 88°58'08" WEST 197.12 FEET; THENCE NORTH 01 °01'52" EAST 293.20 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 41 °01'37" WEST 50.00 FEET; THENCE NORTH 48°58'23" WEST 50.00 FEET; THENCE NORTH 41 °01'37" EAST 50.00 FEET; THENCE SOUTH 48°58'23" EAST 50.00 FEET TO THE POINT OF BEGINNING; CONTAINING 2,500 SQUARE FEET OR 0.06 ACRES, MORE OR LESS. R-42401 1 DATE: 12/21/18 FLD. BOOK: 513/ 147 DMWING NO: 04168.184 SHEET: OF: SV10 10 O O N co N O O N Q J H H N ry n 00 N O O N N m 75 Q W al O ti O co 00 I W J r� V U I >z O 0. U N O i 0 w Q w QI O O 00 w J U) Q U z 0 ryo EXIST SHED � J EXIST / SHED '1, EXIST MATCH EXIST GRAVEL GRAVEL ROAD ROAD 12' MINIMUM SEPARATION FOR STORM WATER DISPERSAL EXIST GATE SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON MATCH GRADE OF EXIST SIDEWALK EXIST CONC SIDEWALK SAWCUT, REMOVE & WHERE THE PROFILE GRADE MATCH EXIST ASPHALT EXCEEDS 5%, "STAIR STEP" & CONC THIS AREA THE SUBGRADE TO PROVIDE LEVEL TERRACES. EXIST EXIST GRAVEL (APPROX 3 — 1' STEP DOWNS) GATE m M BRUSH i PROJECT I I AREA PROPOSED 50'X50' LEASE AREA �— - - - - JEFFERSON AVE NE pp 7— \ o0 00 00 00 00 00 00 00 0� o °p °J TAX LOT TAX LOT 17227801640 17227801645 PARCEL ' ¢- � � TAX LOT R22Z�2041 012 °^�° o�� o0 TAX LOT o o TAX LOT TAX LOT PARENT PARCEL I gsso Q �^ N ^�^,��- �^, IQ N Q 17227801730 xQ ^722780172 ~ ^ ~ a0~J ~ �- 722780171 TAX LOT 722780204 TAX LOT TAX LOT S�/019 lZ 17227801755 \ y J / 17227601710 , INDEX AVE NEm Elm, 7— � 7— � ►- I I x , -� o ` � � TAX LOT I I a ,1% /I I 1 17227801705 Z �� 17Ti2iaonso � l � I I I INJ TAX LOT _ L _ L _ — _ _ _ _ _I TAX LOT P227801685 LU 1 17227801575 _ — — I T \ ` ` 07227801700 TAX LOT TAX LOT 47227801765 1 \ \ TAX LOT TAX LOT I 17227801570 \ L \ 17227801690 17227801695 TAX LOT �\ I 17227801770 __HA - _ � / H� INGTON AVE NE \ TAX LOT _ - - _ 17227801565 �- i OVERALL PROJECT PLAN �811 40 r(- . . Know what's below. Call 48 hours before you dig. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 EXIST ASPHALT EXIST UTILITY POLE POWER/TELCO ROUTE PROVIDE 20' WIDE x 6' HIGH DOUBLE SWING CHAIN LINK GATE. -REMOVE EXISTING GATE AND RESTORE FENCE AS REQUIRED. COORDINATE WITH LANDLORD. MATCH EXIST SIDEWALK EXIST CONC SIDEWALK 50'x5O' FENCED LEASE AREA. SEE ARCHITECTURAL PLANS FOR TOWER, EQUIPMENT COMPOUND AND OTHER IMPROVEMENTS PROPOSED TOWER \ LOCATION SITE TBM REBAR & CAP \ J ELEV = 363.54 EGA — LIGHT POLE 3 TO REMAIN / �Zg(� C / ' EX BUILDING �10 �A. � GRAPHIC SCALE 10 20 40 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) 0 0 0 .\ o GEND -EXISTING FEATURES SUBJECT BOUNDARY LINE RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE BURIED POWER LINE GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE UT WATER LINE W SANITARY SEWER STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE — CHAIN LINK FENCE — WOOD FENCE — BARBED WIRE/WIRE FENCE TRANSFORMER FIRE HYDRANT LIGHT STANDARD GATE VALVE POWER VAULT WATER METER UTILITY BOX SEWER MANHOLE UTILITY POLE CATCH BASIN, TYPE 1 POLE GUY WIRE CATCH BASIN, TYPE 2 GAS VALVE SIGN GAS METER BOLLARD TELEPHONE VAULT MAIL BOX TELEPHONE RISER 234.21 SPOT ELEVATION LEGEND -PROPOSED FEATURES — — PROPERTY/PARCEL LINE — — — — — BUILDING SETBACK LINE (BSBL) CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN SEWER MANHOLE SITE ADDRESS: 2902 NE 12TH ST RENTON, WA 98056 TAX LOT: 7227802040 ZONING: R-14 TOTAL LOT AREA: 61,132 SF NEW/REPLACED IMPERVIOUS: ACCESS DRIVE: 4,560 SF EQUIPMENT COMPOUND: 2,500 SF TOTAL: 7,060 SF (0.162 AC) DISTURBED AREA/CLEARING LIMITS: 12,300 SF CUT: 230 CY f FI ILL: 230 CY f R-42401 2 DATE: nn1 FlELD OOK/ N/A L PAGE: N/A DMWING NO: 04168.184 SHEET: OF: C1 3 N C) (0 O O N Alu O O O i r N Q J H H 00 O MN W G Q W Q� 0 ti 0 00 I W J r� V U I z O L.1_ U O N 1 O 1 W I- 75 Q W Q O O W J I- U) Q U Z O ryo SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON TEMPORARY CONSTRUCTION 1 ENTRANCE (15'x50') C3 AREA TO REMAIN UNDISTURBED (TYP) EXIST _ EXIST / GATE SHED � EXIST SHED - r �16 EXIST GRAVEL ROAD EROSION CONTROL NOTES AREA TO REMAIN UNDISTURBED (TYP) TEMPORARY SILT FENCE z PROJECT BOUNDARY 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Know what's below. Call 48 hours before you dig. CIVIL ENGINEERING • SURVEYING • LAND PLANNING 145 SW 155th Street, Ste. 102, Seattle, Washington 98166 Phone: (206) 244-4141 Fax: (206) 244-4455 OF i 0 HYDROSEED ALL DISTURBED PERVIOUS AREAS (TYP) A� EXIST GATE BRUSH77-_, r GRAPHIC SCALE ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) ')- -,0.,: RECOMMENDED CONSTRUCTION SEQUENCE EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 4 PER CITY REVIEW COMMENTS 3 ADD TREE PROTECTION 29647 2 CHANGE PAVED ACCESS �O CIS 1 CHANGE EQ COMPOUND SIZE PER ARCH ILL NO. I REVISION EXIST ASPHALT m SURVEYED: PN/CB 3/16/23 HMD DESIGNED: HMD 10/27/22 HMD 10/10/22 HMD DRAWN` DAS 1/3/22 HMD CHECKED: HMD BY DATE AP P R APPROVED: HMD EXIST CONIC SIDEWALK EXIST GRAVEL I 36B 368368} . . EXIST 'F U TI LI I I G� POLE POWER/TELCO ROUTE EXIST CONIC SIDEWALK PROPOSED TOWER LOCATION SITE TBM REBAR & CAP ELEV = 363.54 II( FIELD COORDINATE STOCKPILE LOCATION. COVER PER NOTES 0 a , a o. . vv D a a v v a o. Je \ LIGHT POLE > �) TO REMAIN , 01 PROTECT EXIST TREE, TYP o` 4 TREE PROTECTION C3 FENCING, TYP TEMPORARY SUMP FOR CONCRETE WASHOUT PROJECT BOUNDARY HYDROSEED ALL DISTURBED PERVIOUS AREAS (TYP) i + 0 TEMPORARY('2 \ SILT FENCE C3 \ I AREA TO REMAIN I UNDISTURBED (TYP) m SWPPS NOTES 1. PROVIDE PLASTIC COVERING OR OTHER SUITABLE MEANS FOR KEEPING RAINFALL AND RUNOFF OFF OF POTENTIALLY POLLUTING MATERIALS AND WASTES. 2. LIGHTING IS REQUIRED IF FUELING (PROVIDED BY SERVICE TRUCKS) OCCURS AT NIGHT. 3. DRIP PANS OR PLASTIC SHEETING IS REQUIRED WHEN EQUIPMENT MAINTENANCE IS PERFORMED ON -SITE. 4. CONTRACTOR SHALL DEVELOP A SPILL PREVENTION PLAN AND MAINTAIN APPROPRIATE SPILL RESPONSE SUPPLIES FOR ANY TOXIC OR HAZARDOUS LIQUIDS STORED OR USED ON SITE. ° EX BUILDING TO REMAIN N C'7 Cfl O N N Al u H H Q W I R-424013 al IN COMPLIANCE WITH CITY OF RENTON STANDARDS oF, O DEVELOPMENT ENGINEERING ` (o Scott Warlick 4/6/2023 O I W J II— V SCALE: DATE: »_ f HORIZONTAL NADCAL VD1983/1991 ' 12/15/21 U 1 =20 o CITY O E CROWN CASTLE 831070 - A -TEAM I FIELDBOOK: N/A Z RENTON TESC PLAN PAGE' N A ;R ONE INCH DATUMUOF 2902 NE 12TH ST DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. 04168.184 O IF NOT ONE INCH RENTON WA 98056 SCALE ACCORDINGLY 7 SHEET: C2 OF: 3 O N 1 O 1 0 W 75 Q W I— Q O O 00 W J I— U) U z O U SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 Ex1Sj1NG�,OND R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4%8"QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE /— CONSTRUCTION ENTRANCE TO /ram AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHMIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 1 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL WOOD BASED MULCH ) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. ( HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 31QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 1Z IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 c PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 iicworksneminisrraror DATE CONSTRUCTION ENTRANCE Know what's below. Call 48 hours before you dig. NTS 4" HMA CL 1/2 2" CSTC 1� 2 MIN :45 AP GRADE SO THAT PROFILE FOLLOWS EX GRADE AT DOWN SLOPE EDGE +0" TO +4" 4" CSBC OR CSTC 12' 11 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC --I�---------------<v,�� 6' MAX. I " I I 12" MIN, POST SPACING MAY BE INCREASED \\�� 4 x4' MIN. TRENCH J TO 8' IF WIRE BACKING IS USED I I I I� " OR 314"LL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2 x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYR) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC` MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE ASTM D4355 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 c PUBLIC WORKS SILT FENCE RR Z 9/28/2018 V4501"` DEPARTMENT GA kcworksaemnisrraror DATE 2' FLOW TRANSITION AREA. EXTEND BASE COURSE SILT FENCE NTS PROP LIME 10' DISPERSAL AREA PAVED ACCESS SECTION N IS CIS Dt OF WA O61 DUNCANSON,51 � CIVIL ENGINEERING • SURVEYING • LAND PLANNING ��0 29647 145 SW 155th Street, Ste. 102, Seattle, Washington 98166IS� Phone: (206) 244-4141 Fax: (206) 244-4455 4 PER CITY REVIEW COMMENTS 3 ADD TREE PROTECTION 17 2 CHANGE PAVED ACCESS 1 CHANGE EQ COMPOUND SIZE PER ARCH NO. REVISION :45 An SANDBAG (TYP.) 10' MAX.. W. '11-11� TOE IN SHEETING IN=III_-1-1 4" x 4" MIN. TRENCH --1 -� 10' MAX. PROVIDE ENERGY DISSIPATION AT TOE IF EROSION IS LIKELY L-j NOTES- 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAYBE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1A, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.30 c PUBLIC WORKS JIROI'M: "` DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 iicworksneminisrraror DATE SURVEYED: PN/CB 3/16/23 HMD DESIGNED: HMD 10/27/22 HMD 10/10/22 HMD DRAWN: DAS 1/3/22 HMD CHECKED: HMD BY DATE AP P R APPROVED: HMD PLASTIC COVERING SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS :45 AM 50' LEASE AREA TREE PROTECTION FENCING AND SIGN 1. CHAIN LINK FENCE REQUIRED (NO ORANGE CONSTRUCTION FENCE OR PLYWOOD) 2. MINIMUM 6' HIGH 3. FENCE SHALL BE SUPPORTED BY RIGID POSTS DRIVEN INTO THE GROUND AT 8' MAXIMUM INTERVALS 4. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 5. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 6. NO DUMPING OF ANY MATERIALS IN THE PROTECTION AREA 7. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, DRIVEN FENCE - OR WASHING POSTS AT 8' 8. MODIFICATIONS OF THESE MAX INTERVALS REQUIREMENTS BY APPROVAL OF COR PLANNER 9. IF ROOTS GREATER THAN 2 INCH o z I FOUND OUTSIDE OF FENCING � 1 PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 10. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS lz) rmuvi r- iviimHri UUUA UPC r—QU/AL VVUvtIN GEOTEXTILE FABRIC OVER COMPACTED SUB —GRADE & UNDER ALL GRANULAR SURFACES. FABRIC UNDER ROAD SURFACE SECTION ONLY. EQUIPMENT COMPOUND SECTION VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M NTS CITY OF RENTON Planning/Building/Public Works Dept. CANOPY DRIP LINE DEFINES TREE & VEGETATION PROTECTION AREA or r1I I A INI I INII/ I KLL r LINUINU HKuuINLJ LIN I IKL DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY COR, AS SHOWN ON SITE PLAN TREE PROTECTION FENCING NTS )SEED CUT & FILL SLOPES )THER BARE SOILS RBED BY CONSTRUCTION N C'7 Cfl O O N N u co O N O O 1 N J Lei ry n 00 N O O O N N m Q W I R-424014 QI IN COMPLIANCE WITH CITY OF RENTON STANDARDS oPI.- O DEVELOPMENT ENGINEERING00 Scott Warlick 4/6/2023 W J r� V DATE: 12/15/21 U CROWN CASTLE 831070 - A -TEAM I FIELDBOOK: N/A Z NOTES AND DETAILS PAGE' N/A 2902 NE 12TH ST DRAWING N0: RENTON WA 98056 04168.184 � 7 SHEET: C3 OF: 3 C N M O O O N N A, u C`7 O N O O O 1 N Q Z) J O N O O O 1 N n 00 N (D O O N N m Q W al O ti O C`7 00 I W J C) Q U Z O ry U N M O O O N N A, u C`7 O N O O O 1 N Q Z) J O N O O O 1 N n 00 N (D O O N N m Q W al O ti O C`7 00 I W J C) Q U Z O ry U O 2'-0" MATCH EXISTING SURFACE N / / o � W // _ _ _ _ _ \ \ EXCAVATION / MAGNETIC WARNING TAPE TRENCH \\\ ` COMPACTED FILL PER UTILITY CO. REQ. / O SAND FILL \�\/\ � (4) 4"Q1 CONDUITS FOR �i, //� FIBER WITH (3) 1 1/4" Q INNERDUCTS W UNEXCAVATED AREA i MATCH EXISTING SURFACE O O -- j 00 \/\\/\\ _ _ _ \ \/\ W I o//\ _ // \ EXCAVATION /MAGNETIC _J \\ _ _ _ \ \/� WARNING TAPE \ TRENCH COMPACTED FILL U / PER UTILITY CO. REQ. SAND FILL (1) 3 0 CONDUIT FOR POWER ry U UNEXCAVATED AREA 3 TRENCH DETAILS J EXISTING ELECTRICAL SERVICE FROM EXISTING UTILITY PROVIDER (1) 3- SCH. 40 PVC CONDUIT WITH (3) #310 (SEE ELECTRICAL SITE PLAN FOR ROUTING) M PROPOSED T-MOBILE 200A, 120/240V, 10, 3W METER SOCKET IN NEMA 3R ENCLOSURE (1) 3/4- CONDUIT WITH (1) #4 CU m TO ISOLATED GROUND ROD T (1) 3- SCH. 40 PVC CONDUIT WITH (3) #310 (1) 2- SCH. 40 PVC CONDUIT WITH (3) #310 & (1) #6 GRD FROM GENERATOR INTEGRATED AUTOMATIC TRANSFER SWITCH POWER PANEL PROPOSED 200A CAM-LOK GEN PLUG PROVIDED WITH PPC 200A, 2P, 120/240V, 10, PROPOSED PPC 3W, NEMA 3R, ASCO D300L SERIES PTLC, #2 BTCW TO GROUNDING SYSTEM OR APPROVED EQUAL (DO NOT BEND TO NEUTRAL) PROPOSED 2" GRC OR LIQUID PURCELL HPL3 600A TIGHT CONDUIT FOR AC POWER BATTERY CABINET (CONTRACTOR TO SUPPLY (BATTERY BACKUP)All- SIZE/QUANTITY CONDUCTORS PER MANUFACTURER SPECIFICATIONS) #2 BTCW TO GROUNDING SYSTEM, PURCELL HPL3 600A TYP. (DO NOT BEND TO NEUTRAL) SITE SUPPORT CABINET NOTE: CONTRACTOR TO CONFIRM WITH LOCAL UTILITY PROVIDER PRIOR TO CONSTRUCTION 2 I ELECTRICAL ONE -LINE DIAGRAM NOT TO SCALE NOT TO SCALE INFIN Y� NOTE: \ REFER TO UCR FOR EACH \ CARRIER. EXISTING UTILITY POLE — \ WITH CONDUIT DROP J_ / 0 / 0 / / ° lof 0 / 4" / � a /° a d w 0 F I I '� d 4 I/ W J/. .d /d 4..d w w �a d d d . .41 OP PROPOSED U.G. FIBER ROUTE FROM PROPOSED TELCO P.O.C. (T.B.D.) TO PROPOSED TELCO 1 VAULT IN COMPOUND 21 PROPOSED TELCO VAULT IN COMPOUND 1 PROPOSED T-MOBILE POWER °I ROUTE FROM METER BANK TO T-MOBILE H-FRAME PROPOSED T-MOBILE FIBER ROUTE FROM TELCO VAULT TO T-MOBILE H-FRAME °I PROPOSED U.G. POWER ROUTE FROM POWER P.O.C. AT TRANSFORMER TO METER 01 BANK ON UTILITY H-FRAME 11 EXISTING LIGHT POLE, TYP. EXISTING POWER ROUTE 0 ll EXISTING PAD MOUNTED TRANSFORMER EXISTING TELCO PEDESTAL EXISTING TELCO PEDESTAL ❑ EXISTING TELCO VAULT EXISTING UTILITY POLE 318684-166756 a a 1 22"x" SCALE: 1/" = 1'-0" UTILITY ROUTING PLAN 11"x1717" SCALE: 1/3232" = 1'-0" 16' 12' 8' 4' 0' 16' 8 100% CONSTRUCTION TJB 03/16/23 SURVEYED: SCALE: VERTICAL: NAVD 1988 7 100% CONSTRUCTION TJB 02/27/23 DESIGNED: 1 / 1 6"=1 ' HORIZONTAL: NAD 1983/1991 Aoffivak CITY OF Q DRAWN: 6 100% CONSTRUCTION TJB 01 /10/23 TJB RENTON 5 100% CONSTRUCTION TJB 12/19/22 T,1g ONE INCH DATUM VAM19F 4 100% CONSTRUCTION TJB 10/25/22 r CHECKED: PD AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY M O N N A u M O 04 O O 1 N Q J O O O 1 N 00 N (0 O O N m Q W R-424017 aI IN COMPLIANCE WITH CITY OF RENTON STANDARDS � O DEVELOPMENT ENGINEERING 0 M Scott Warlick 4/6/2023 00I W J I— U) Q DATE: ` CROWN CASTLE 831070 A -TEAM 03O/16/23 FlEL UTILITY ROUTING PLAN & DETAILS z PAGE: DRAWING N0: 2902 NE 12TH ST O RENTON, WA 98056 SHEET: E1 OF: 1 7 U